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PINE ST-BOREN AVE over I-5

Map

Coordinates:
+47.61417, -122.33056
47°36'51" N, 122°19'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PINE ST-BOREN AVE over I-5
Structure number:0007409D0000000
Location:1.6 N JCT I-90
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:122.1 ft. [37.2 m]
Total length:825.2 ft. [251.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,603 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$17,490,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryGoodGood1860380.0
April 2015FairSatisfactoryGoodGood1860379.8
October 2013FairSatisfactoryGoodGood1860379.8
October 2011FairSatisfactoryGoodGood2500078.7
October 2009FairSatisfactoryGoodGood2500078.7
November 2007FairSatisfactorySatisfactoryGood2500078.7
October 2005FairSatisfactorySatisfactoryGood2500078.7
December 2003FairSatisfactorySatisfactoryGood2500078.7
November 2001FairSatisfactorySatisfactoryGood2500078.7
September 1999FairSatisfactorySatisfactoryGood956080.3
June 1997FairSatisfactorySatisfactoryGood956080.3
July 1995FairSatisfactorySatisfactoryGood956071.5
June 1993FairSatisfactorySatisfactoryGood409590.3
April 1991FairSatisfactorySatisfactoryGood409589.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.1,0441,044000
Deck
Reinforced Concrete Decksq. ft.50,11250,110002
Substructure
Reinforced Concrete Columneach1919000
Reinforced Concrete Abutmentlinear ft.127127000
Joints
Pourable Jointlinear ft.9600096
Compression Jointlinear ft.27001351350
Open Jointlinear ft.9609600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,8441,8280160